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Unformatted text preview: the parameters UY26, UY29 and UY33 in POST1. These
are obtained by subtracting the UY displacement at node 1 from the UY displacements at nodes 26, 29
and 33, respectively. 2. p is obtained from the centroidal pressure of element 60 (parameter PR60 in POST1). 1–330 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM150: Acceleration of a Tank of Fluid
Reference: K. Brenkert, Jr., Elementary Theoretical Fluid Mechanics, John Wiley and Sons,
Inc., New York, NY, 1960, pg. 50, article 17. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 3-D Contained Fluid Elements (FLUID80) Input Listing: vm150.dat Test Case
A large rectangular tank is partially filled with an incompressible liquid. The tank has a constant acceleration a
to the right as shown. Determine the elevation δ of the liquid surface relative to the zero acceleration elevation
along the Y-axis. Also determine the slope Θ of the free surface and the pressure p in the fluid near the bottom
left corner of the tank. Figure 150.1 Fluid Tank Problem Sketch ANSYS Verification Manual . ANSYS Releas...
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This note was uploaded on 12/09/2010 for the course DEPARTMENT E301 taught by Professor Kulasinghe during the Spring '09 term at University of Peradeniya.
- Spring '09
- The Land